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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL IPTEK The Journal for Technology and Science Journal of Green Science and Technology SAINSTEK Jurnal Indonesia Sosial Teknologi Indonesian Journal of Advanced Research (IJAR) Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Journal of Green Science and Technology
Saihul Anwar
UNIVERSITAS SWADAYA GUNUNG JATI
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation

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ANALYSIS OF CONSTRUCTION MANAGEMENT MAIN ROAD IN THE CISUMDAWU STA.21+200 – STA.22+825 TOLL ROAD PROJECT Iko Prasetio; Saihul Anwar
Journal of Green Science and Technology Vol 4 No 1 (2020): Journal of Green Science and Technology, Vol.4 No.1 (2020)
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i1.2927

Abstract

Construction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method.The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method.The location of the studies reviewed were Main Road in the Cisumdawu STA.21+200 – STA.22+825 Toll Road Project , located on Pamatutan Hamlet Mulyasari – Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs  completed the construction of Main Road in the Cisumdawu STA.21+200 – STA.22+825 Toll Road Project till the final stage more or less cost is Rp. 121.488.578.000 and analysis of the Critical Path Method (CPM) estimated completion of the Main Road in the Cisumdawu STA.21+200 – STA.22+825 Toll Road Project takes 58 weeks (406 days).Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method. 
ANALYSIS OF CONSTRUCTION MANAGEMENT OF KINDERFIELD SCHOOL CIREBON DEVELOPMENT PROJECT Dea Devira Hidayati; Saihul Anwar
Journal of Green Science and Technology Vol 4 No 3 (2020): JOURNAL OF GREENSCIENCE AND TECHNOLOGY, VOL.4 NO.3 (2020)
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i3.4939

Abstract

Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements.  Contruction management analysis on this building project of Kinderfield School include volume measurment, RAB, cost recapitulation and working/occupation unit cost analysis, with use CPM method (Critical Path Method) is a method in identificating a stripe or working item critically. CPM method solves the problem with retreat and forward measurement.  From the weight measurment occupation based on Barchart analysis, Curva S and building PDM scedhule of Kinderfield School needs the times as long as 42 weeks with cost estimation Rp. 9,439,526,000,00..Keyword: Barchart, Construction Management, CPM (Critical Path Method), S-Curve.
PERFORMANCE ANALYSIS OF IRRIGATION AREA IN PEMALI BREBES Muhamad Salman Salahuddin; Saihul Anwar; Heri Mulyono
Journal of Green Science and Technology Vol 4 No 3 (2020): JOURNAL OF GREENSCIENCE AND TECHNOLOGY, VOL.4 NO.3 (2020)
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i3.4940

Abstract

Irrigation Area Pemali comprised in the district of Banjarharjo Brebes Center Java, the located Approximately less than 50 km from Cirebon and 40 km from Bradford Center Java, and exist some villages such as, Cikakak, Coral Maja, Tiwulandu Village in East and Tonjong, shovel , Gandol in West.Irrigation Area Pemali duct have the name is the Regional Master Irrigation Pemali or named DI Jangkelok Hilir. At first, the water Able to dilute more less 6677ha but in this time only more less 6349ha, the trouble is the diversion of the use of land. This Pemali irrigation area was built in the years 1901 - 1904. The irrigation areas of irrigation area Pemali supply six kemantren such as Kemantren Cibendung, Kemantren Bantarsari, Kemantren Losari Upstream, Downstream Losari Kemantren, Kemantren Kubangjero, and Kemantren Rungkang. The purpose of this research is Become a reference from evaluation of performance of the irrigation area in irrigation area Pemali by analyzing the physical condition of building Although duct in the irrigation area of the Regional Irrigation Pemali, analyzing of human resource in the irrigation area of the Regional Irrigation Pemali, analyzing of rain Hydrology in the irrigation area of the Regional Irrigation Pemali, analyzing of income from weir Cibendong, analyzing of the patterns plants in the irrigation area of the Regional Irrigation Pemali, and analyzing planning plant and the realization of planting in the irrigation area of the Regional Irrigation Pemali. The method of this research is qualitative method, in the which the fission of the problem is explained that the subject or the object of research based on the facts roomates used during doing the research in the performance of irrigation system and try to make a good relation in deep from the aspects particularly subject. Based on the build irrigation condition in this area is classified as satisfactory with percentage of damage Reached 11.30%. Meanwhile, the duct condition in this irrigation area irrigation area is good Pemali classified with percentage of damage Reached 8.21%. The condition of the organizer in DI Jangkelok available irrigation area Pemali only 51 people, while in needed is 67 people with less percentage Reached 17.94% so that service toward the duct condition is less completed and have the impact to net condition wake or less roomates always damaged, this situation should be increased.From the results of the analysis of the ratio of demand with available discharge effective discharge rainfall added Irrigation Area in Jengkelok, Cibendung Weir fulfilled, but many unused discharge it is Necessary to modify the cropping pattern in order to maximize the potential of available discharge. The planting realization in 7 years ago in the irrigation area Irrigation Area Jangkelok Pemali it is less from the planning plant, but in the period of 2011/2012 Occurs Increased 7.34% and the realization of planting intensity is average 243.77% while the average of planning plan is 268.91% Tus in the lower plant productivity in this case since it can not be done to planting in this wide area. Keyword: Irrigation, Performance Analysis, Regional Irrigation
Analisis Karakteristik Hujan Daerah Aliran Sungai Cimanuk Pada Kabupaten Garut, Sumedang dan Majalengka Saihul Anwar
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 4 No 4 (2015): JURNAL KONSTRUKSI
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v4i4.2258

Abstract

ABSTRAKBencana banjir merupakan fenomena alam rutin yang terjadi di Indonesia yang apabila tidak dapat diantisipasi dengan baik dapat menimbulkan kerugian baik harta maupun nyawa. Bencana banjir disebabkan oleh curah hujan yang tinggi dengan karakteristik tertentu. Disamping itu sistem drainase biasanya menjadi penyebab terjadinya genangan atau banjir . Melalui penelitian ini dianalisis karakteristik curah hujan yang dapat menyebabkan banjir dan yang dapat dipergunakan sebagai pedoman untuk percncanaan debit banjir atau percncanaan kapasitas penampang saluran drainase pemukiman dan perumahan.Data curah hujan yang dipergunakan dalam penelitian in adalah data curah hujan pada 8 (delapan) stasiun pada DAS cimanuk di Kabupaten Garut, Sumcdang dan Majalengka. Data tersebut hasil dari pengamatan dengan menggunakan alat pengukutan curah hujan dengan alat ukur curah hujan otomatis. Dari data curah hujan tersebut dapat dianalisis lama curah hujan harian, jumlah curah hujan harian, dan intensitas curah hujan penyebab banjir. Analisis curah hujan menggunakan data jumlah curah hujan minimum 5 mm. analaisis data curah dilakukan dengan menggunakan metodc statistic korelasi dan regress i.Hasil analisis menunjukkan bahwa I) terdapat pola intensitas curah yang sama antara kedclapan stasiun curah hujan tersebut 2) hubungan antara lama hujan dengan total hujan harian tidak meunjukkan adanya korelasi yang significant 3) dari kedelapan stasiun curah hujan tersebut dapat dianalisis grafik probabilitas intensitas curah hujan dan curah hujan yang dapat dupergunakan sebagai pedoman perencanaan intensitas curah hujan dalam perhitungan saluran drainase. Sebagai kesimpulan dari penelitian ini adalah grafik probabilitas curah hujan dan intensitas curah hujan untuk perencanaan drainase.Kata Kunci: Karakteristik Curah Hujan, Metode Statistik Korelasi dan Regresi.ABSTRACTThe flood disaster is one of the natural phenomenon that routinely occurs in Indonesia and if can not he anticipated properly can lead to loss of both property and lives. Floods caused by heavy rainfall with a certain characteristics. Bad condition of the drainage system were usually the cause of inundation or flooding. Through this study was analyzed the characteristics of rainfall caused the flooding and then the result of studied can be used as a guide to calculate the flood discharge or drainage channel cross- sectional capacity.Rainfall data were used in the study is the rainfall data in the <3 (eight) hydrology stations in the watershed of Cimanuk River in the district of Garut. Sumedang and Majalengka. The data were the result of observations by using a rainfall measurement with automatic rainfall measuring devices. The rainfall data were analyzed in accordance with rainfall duration, daily rainfall amount and intensity of rainfall that caused the flooding. The minimum rainfall depth were analized in the analysis were at least 5 mm. The method of the rainfall analysis were the statistical, correlation and regression.The result of analysis showed that; a) there is a similar pattern of rainfall intensity between the eighth rainfall stations 2) the relationship between the duration of rainfall with a total daily rainfall indicated no significant correlation 3) of the eight stations can be analyzed rainfall intensity, rainfall probability charts and rainfall can be used as planning guidelines rainfall intensity in the calculation of drainage channels. As a conclusion of this study is the graph of the probability of rainfall and rainfall intensity for drainage planning.Keywords: Precipitation Characteristics. Correlation and Regression Statistical Methods. 
ANALISIS KINERJA SITEM DAERAHIRIGASI BENDUNG SUDIKAMPIRKABUPATEN PEKALONGAN Recky Dwi Permadi; Saihul Anwar; Sulistijo Edhy Purnomo
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 3 (2019): JURNAL KONSTRUKSI (SEPTEMBER 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i3.2769

Abstract

ABSTRAKBendung dibangun untuk mengatur air Irigasi agar bisa mengairi lahan pertanian, perternakan, dan perkebunan. Dimana bendung sendiri memiliki fungsi untuk mencegah banjir, mengukur debit sungai, dan memperlambat aliran sungai sehingga menjadikan sungai mudah dilalui. Pembangunan Irigasi di indonesia bertujuan untuk meningkatkan produksi pangan, sebagian besar petani Indonesia menanam tanaman pangan.Bendung Sudikampir ini masuk wilayah kecamatan Bojong desa Wangondowo Kabupaten Pekalongan terdapat sebuah saluran Induk Bendung Sudikampir yang airnya mampu mengairi ± 1521 ha. Bendung Sudikampir ini di bangun pada tahun 1971 – 1972. Bendung Sudikampir ini di bangun pada tahun 1971 – 1972. Daerah Irigasi Sudikampir hanya melayani areal Irigasi yaitu Kecamatan Bojong yang terdiri dari 10 desa.Analisis ini bertujuan untuk menganalisis kinerja sistem daerah irigasi, menganalisis kondisi fisik bangunan dan saluran irigasi, menganalisis debit, menganalisis pola tanam, menganalisis kelembagaan pada pengelolaan jaringan irigasi, menganalisis Biaya Operasional Bendung Sudikampir dan analisis ekonomi.Berdasarkan analisis kondisi fisik jaringan irigasi Bendung Sudikampir Kabupaten Pekalongan, Kondisi saluran pada Daerah Irigasi Sudikampir berada dalam klasifikasi cukup baik rata-rata kerusakan dengan persentase 27,05 %. Sedangkan kondisi bangunan pada Daerah Irigasi Sudikampir berada dalam klasifikasi cukup baik rata-rata kerusakan dengan persentase 29,98%. Rata-rata kerusakan kondisi fisik tersebut sebesar 28,55%. Jadi Daerah Irigasi Sudikampir Cukup Baik  dengan kerusakan ringan.Berdasarkan analisis debit Bendung Sudikampir dapat diketahui bahwa debit potensi yang ada dengan debit kebutuhan sudah terpenuhi, hanya saja dalam pemanfaatan debit air yang tersedia kurang baik. Dengan demikian kebutuhan air di Daerah Irigasi Sudikampir dimodifikasi agar debit yang tersedia lebih maksimal pemanfaatannya dalam pengelolaan pola tanam dan pola tanam bisa menggunakan Padi-Padi-Padi/Palawija akan tetapi penggunaan areal lahan akan mengecil jika harus menggunakan 3 kali masa tanam padi.Kata Kunci :Analisis, Kebutuhan Air Irigasi, Debit dan Biaya Operasional Bendung
ANALISIS KINERJA DAERAH IRIGASI PADA BENDUNG SOKAWATI SUNGAI COMAL Faozie Novatrianto; Saihul Anwar; Agung Prasetyo
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 9 No 1 (2020): JURNAL KONSTRUKSI (JANUARI 2020)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v9i1.3248

Abstract

Analisis ini bertujuan untuk dijadikan sebagai acuan evaluasi dari kinerja daerah irigasi pada Bendung Sokawati  dengan cara menganalisis kondisi fisik jaringan irigasi Daerah Irigasi Bendung Sokawati, menganalisis Hidrologi curah hujan pada daerah Irigansi Bendung Sokawati, menganalisis debit dari Bendung Sokawati, menganalisis pola tanam , menganalisis tenaga pengelola DI Bendung Sokawati dan Biaya OP DI Bendung Sokawati, menganalisis ekonomi perhitungan gabah DI Bendung Sokawati.Metode yang digunakan dalam penelitian ini adalah metode kualitatif, dimana dalam pemecahan masalahnya menggambarkan subjek dan atau objek penelitian berdasarkan fakta – fakta yang diperoleh selama penelitian dalam kinerja sistem irigasi dan usaha mengemukakan hubungan secara mendalam dari aspek – aspek yang diteliti.Kata Kunci: Kinerja Irigasi, Bendung Sokawati, Kabupaten Pemalang. ABSTRACT            This analysis aims to be used as a reference for evaluating the performance of irrigation areas in the Sokawati Dam by analyzing the physical condition of the irrigation network in the Sokawati Dam Irrigation Area, analyzing rainfall hydrology in the Sokawati Irigansi area, analyzing the discharge from Sokawati Dam, analyzing cropping patterns, analyzing management staff IN Sokawati Dam and OP Costs IN Sokawati Dam, analyze the economics of grain calculation in Sokawati Dam.The method used in this study is a qualitative method, in which problem-solving illustrates the subject and/or object of research based on the facts obtained during the study in irrigation system performance and attempts to express a deep relationship of the aspects studied.
ANALISIS KINERJA DAERAH IRIGASI PADA BENDUNG MEJAGONG SUNGAI COMAL Hamdan Ali Khapid; Saihul Anwar; Akbar Winasis
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 9 No 1 (2020): JURNAL KONSTRUKSI (JANUARI 2020)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v9i1.3249

Abstract

Bendung Mejagong ini masuk Wilayah Kecamatan Randudongkal Kabupaten Pemalang Jawa Tengah. Bendung Mejagong  ini memiliki saluran Induk Bendung Mejagong  atau yang di namakan D.I Mejagong yang mengairi kurang lebih 2,049 hektare yang kemudian di manfaatkan untuk sistem irigasi dan sebagai pengendali banjir yang sering melanda daerah muara sungai comal dan sekitarnya.Metode yang digunakan dalam penelitian ini adalah metode kualitatif bersifat deskriptif – induktif. Sifat penelitian deskriptif ini dimaksudkan untuk dapat memberikan uraian dan penjelasan data dan informasi yang diperoleh selama penelitian, sedangkan pendekatan induktif berdasarkan proses bepikir / pengamatan di lapangan / fakta - fakta empirik. Metode kualitatif dengan pendekatan deskriptif-induktif, dimana dalam pemecahan masalahnya menggambarkan subjek dan atau objek  penelitian berdasarkan fakta – fakta yang diperoleh selama penelitian dalam kinerja sistem irigasidan usaha mengemukakan hubungan secara mendalam dari aspek – aspek yang diteliti.Kata Kunci: Kinerja Irigasi, Bendung Mejagong, Kabupaten Pemalang.ABSTRACTMejagong Dam is included in the District of Randudongkal, Pemalang Regency, Central Java. Mejagong Dam has a Mejagong Dam main channel or what is called D.I Mejagong which irrigates approximately 2,049 hectares which are then used for irrigation systems and as a flood controller that often strikes the comal river estuary and surrounding areas.The method used in this research is the descriptive qualitative method - inductive. The nature of this descriptive study is intended to be able to provide a description and explanation of data and information obtained during the study, while the inductive approach is based on thought processes/observations in the field / empirical facts. A qualitative method with a descriptive-inductive approach, in which problem-solving illustrates the subject and / or object of research based on the facts obtained during the research in the performance of the irrigation system and attempts to express a deep relationship of the aspects studied.Keywords: Irrigation Performance, Mejagong Dam, Pemalang Regency.
Analisis Geometrik Jalan Ruas Jalan Lingkar Utara Majalengka Kabupaten Majalengka Siti Masitoh; Nikko Rozy; Saihul Anwar
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i1.3758

Abstract

ABSTRAKUntuk memperlancar pergerakan manusia dari tempat asal ketempat tujuan harus terpenuhi sarana transportasi yang memadai baik darat, laut mapun udara. Umunya darat lebih mendominasi untuk menunjang kegitan itu seperti halnya jalan raya, rel kereta merupakan salah satu di dalamnya.Keadaan yang baik untuk itu ada di jalan raya yang lebih sering dijumpai dalam pergerakan orang dari tempat asal ketempat tujuan  (untuk jarak yang relative pendek), jalan raya suatu saat tidak dapat menampung volume kendaraan yang setiap hari menggunakannya oleh sebab itu pencarian solusi tentang hal inisangat perlu dikembangkan baik dari penambahan ruas maupun perencanaan jalan baru (dalam hal ini mengatasi keterbatasan volume kendaraan yang menggunakannya dengan kata lain macet).Adanya skripsi ini untuk menganalisa kondisi alinyemen vertical dan alinyemen horizontal pada ruas jalan Lingkar Utara Majalengka (Panyingkiran-Baribis) yang tepatnya pada titik koordinat X = 189856 ; Y = 9245977 (Panyingkiran) dan berakhir pada titik koordinat X = 195737 ; Y = 9246251 (Baribis), yang pada saat sekarang ini kurang merasa nyaman dikarenakan kurangnya superelevasi pada jalan tersebut.Kata kunci :Transportasi, Kemacetan, Volume Kendaraan.ABSTRACTTo facilitate the movement of humans from the place of origin to the destination must be fulfilled adequate transportation facilities both land, sea and air. Generally land dominates to support the activity as well as highways, railroads are one of them.The situation is good for that on the highway which is more often found in the movement of people from their original place of destination (for relatively short distances), the highway at one time can not accommodate the volume of vehicles that use it every day because of this it needs to be developed both from adding sections and planning new roads (in this case overcoming the limitations of the volume of vehicles that use it in other words jams).The existence of this thesis is to analyze the condition of vertical alignment and horizontal alignment on the Majalengka (Panyingkiran-Baribis) North Ring road section which is precisely at the coordinate point X = 189856; Y = 9245977 (Panyingkiran) and ends at the coordinate point X = 195737; Y = 9246251 (Baribis), which at the moment is not comfortable due to the lack of superelevation on the road.Keywords: Transportation, Congestion, Vehicle Volume.
Analisis Pengembangan Sarana Pendidikan & Masjid Baiturahman Stadion Bima Muhammad Yassin Zubair Pratama; Saihul Anwar
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i1.3762

Abstract

ABSTRAKPemerintah seharusnya memfasilitasi infrastruktur pendidikan yang layak dan terintegrasi, hal ini akan mendukung terciptanya atmosfir positif dalam proses belajar mengajar. Selain masyarakat di dalam lokasi pendidikan, fasilitas yang tersedia juga memberi manfaat bagi masyarakat sekitar yang membutuhkan, dengan demikian wilayah ini menjadi pusat layanan dan pusat kegiatan berbagai elemen masyarakat.Sementara itu adanya peningkatan kebutuhan yang harus dilayani terkadang bangunan lama tidak mampu lagi untuk menampung berbagai aktifitas yang harus dilakukan. Untuk itu perlu adanya upaya peningkatan daya guna bangunan, dalam masalah ini langkah yang diambil yaitu berupa renovasi.Atas dasar kriteria kesalamatan maka proses perencanaan pembebanan harus sesuai dengan SNI  1727 - 2013 serta perencanaan struktur gedung ini harus mengacu dengan SNI - 2847- 2013 beton bertulang, yang merupakan peraturan terbaru yang disesuaikan dengan perkembangan teknologi material terkini dengan mengacu pada AISC, selain itu dalam perhitungan rekayasa gempa juga harus mengacu pada SNI 1726 - 2012.Kata Kunci : Pendidikan, Perencanaan, Standar Nasional Indonesia.ABSTRACTThe government should facilitate decent and integrated education infrastructure, this will support the creation of a positive atmosphere in the learning process. In addition to the community in the education location, the facilities available also provide benefits to the surrounding communities in need, thus the region becomes the center of services and centers of activities of various elements of society.Meanwhile, there is an increasing need that must be served sometimes old buildings can no longer accommodate various activities that must be done. For that need an effort to improve the efficiency of buildings, in this case the steps taken are in the form of renovation.On the basis of the addressing criteria, the loading planning process shall be in accordance with SNI 1727 - 2013 and the design of this building structure shall refer to the SNI - 2847 - 2013 reinforced concrete, which is the latest regulation adapted to the latest material technology development with reference to AISC, earthquake engineering calculations should also refer to SNI 1726 - 2012.Keywords : Education, Planning, Indonesian National Standard (SNI).
ANALISIS CURAH HUJAN UNTUK PERAMALAN BANJIR DI WILAYAH CIREBON Tri Rezki Wahyu Azhari; Saihul Anwar
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i1.3763

Abstract

ABSTRAKWilayah Cirebon merupakan salah satu wilayah perkotaan rawan bencana alam banjir karena adanya perkembangan serta pembangunan yang mulai meluas pada area perkotaan dengan curah hujan yang cukup tinggi dan membuat genangan air jika durasi waktu hujan > 5 Jam khususnya pada Jl. Pemuda, Jl. DR. Cipto Mangunkusumo dan sekitarnya.Tujuan penelitian ini adalah menemukan upaya terobosan dalam mendapatkan data curah hujan dengan besaran curah hujan pada status lebat yang berpotensi menimbulkan bencana banjir pada wilayah Cirebon. Analisis dalam penelitian ini adalah analisis terhadap curah hujan, dengan menggunakan metode Regresi Linier pada 2 (Dua) jenis metodenya guna untuk mendapatkan hasil daripada nilai prediksi dalam kurun waktu tertentu.Berdasarkan analisis diperoleh data prediksi dengan jumlah total N=8, dari pengolahan data observasi klimatologinya dengan jumlah nilai N=15 dan mendapatkan nilai korelasi interpretasi R nya yaitu sebesar 0.6624 dari hasil pendekatan nilai pengujian menggunakan metode Regresi Linier Sederhana. Dalam metode Regresi Linier berganda tidak memasuki pemodelan grafik yang signifikan, maka disimpulkan dalam pengunaan metode Regresi Linier Sederhana cukup akurat pada data analisis hasil prediksi Y dengan total nilai prediksi N=8 dan nilai Residuals Maximum/selisih = -2.2493431.Kata Kunci : Curah Hujan, Banjir, Regresi LinierABSTRACTThe Cirebon region is one of the urban areas prone to floods due to developments and development that are beginning to expand in urban areas with high rainfall and puddle if the duration of rain is> 5 hours especially on Jl. Pemuda, Jl. DR. Cipto Mangunkusumo and surroundings.The purpose of this study was to find a breakthrough effort in obtaining rainfall data with the amount of rainfall in a dense status that has the potential to cause floods in the Cirebon region. The analysis in this study is an analysis of rainfall, using the Linear Regression method in 2 (two) types of methods to get results rather than predictive values in a certain time period.Based on the results of the analysis obtained predictive data with the number N = 8, from processing climatological observation data with the number N = 15 values and getting the R correlation interpretation value that is equal to 0.6624 from the test results using the Simple Linear Regression method. In multiple linear regression methods not including significant graphic modeling, it can be concluded that the use of the Simple Linear Regression method is quite accurate in the Y prediction analysis data with a total predictive value of N = 8 and Maximum Residue / difference = - 2.2493431.Keywords  : Rainfall, Floods, Linear Regression
Co-Authors Abdul Wahid Abdur Rahman Ade Wahab Aghniya, Shilvy Agung Prasetyo Agus Gunawan Ahmad Mansubun Zamanudin Ainun Yusri Akbar Winasis Akhmad Jamaludin Aldi Aldi Andi Darmawan Andri Prabowo Anggriani, Esa Arief Firmanto Arief Ridho Syaepullah Arif Kurnia Nugraha Arip Saepudin Aryati Indah Kusumastuti Asep Agung Awliya Tribhuwana Azi Ibrahim Humaidi Baban Sobana Bagas Ramadhan Bukhori Bukhori Bukhori, Bukhori Cepi Maulana Christhoper Anderson Dea Devira Hidayati Deni Setiaji Dennis Bintang Nugroho Diah Utami, Diah Dian Indra Rosdiana Dikdik Nur Fahmi Diky Irdianto Pratama Pratama Dinni Fitri Fadilah Disty Prasanty Eki Danet Pranata Putra Endah Kurniyaningrum Esa Anggriani Fadhilah, Qalya Fadilah, Dinni Fitri Fahmi Arif Rahman Fani Andriani Faozie Novatrianto Faqih Mubarok Amin Faridah Ilmi Firdan Agustiarsyah Fisti Variandini Senjaya Gunawan Gunawan Gunawan Gunawan Hakim, Zaid Al Hamdan Ali Khapid Handri Wildan Fauzi Harry Harpriyanto Heri Mulyono Ikhwanul Fakhri Mu&#039;afa Ikhwanul Fakhri Mu'afa Iko Prasetio Iwan Rudiawan Iyus Imam Jamaludin, Akhmad Jepry Jepry Karim Karim KHUSNUL HOTIMAH Liani Dwi Utari Mahendra, Bobby Maulana, Cepi Mohamad Azhari Muhamad Faisal Firdaus Muhamad Salman Salahuddin Muhammad Lukie Yudhistira Muhammad Yassin Zubair Pratama Mutamakin Mutamakin N.I.S, Septi Dwi Nikko Rozy Nikko Rozy Nopa Pahlawati Nugroho, Dennis Bintang Nurdiyanto Nurdiyanto Nurfatah Alkarim Ohan Farhan Oky Fajar Rochman Osep Saepul Azhar Pahlawati, Nopa Panangian Situmorang Pebi Mahar Ramadhan Prasanty, Disty Prasetio, Iko Pratama, Diky Irdianto Pratama Recky Dwi Permadi Retno Wulansari Ridlo Hafizh Alim Rizal Pikih Pratama Rochman, Oky Fajar Rosdiana, Dian Indra Roza Legawa Saeful Hadi Salman Alparis Septi Dwi N.I.S Shilvy Aghniya Sigit Hidayat Siti Masitoh Suhadi Suhadi Sujarwadi, Jajang Sulaiman Alizulfiqar Sulistijo Edhy Purnomo TATI NURHAYATI Teguh Santoso Tri Rezki Wahyu Azhari Trisno Adi Saputra Wildan Alfian Wisnu Saefuloh Yanto Heryanto Yudha Prigadi Yudi Sutomo Zaid Al Hakim Zaki, M.